HomeMy WebLinkAboutO'Quinn signed print A-169'-4"
Floor Plan
scale: 1/4" = 1'-0"
Project Data
Building Code
Project: Linda G. O'Quinn 6th Edition Florida Building Code: Residential
Street Address: T.B.D. 2014 National Electric Code NFPA 70
City- Ft. Pierce
County: St. Lucie
State: Florida Area Tabulation
Scope of Work Living 1941
Garage 636
New one level CBS single family Porch 384
residence Entry 285
Design Loads Total 3246
Roof Live Load: 20.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
R20 Spray
Foam Insul,
T.O.B.
1/2" d.w:
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
strips 24" o.c.----,,
with R4.1 Foil
insulation
1/2" d.
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
4- 2500# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill
F.F.E.
0.00' �--
(2) #5
Rebar
Q
W
0
co
5V Roof Panels
over 30# Felt on
19/32"c.d.x. plywood fastened
as per nailing; schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
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12 Galy. Drip Edge
Q 5 over 1 x 3 p.t.
emir
2 x 6 Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
installing wire lath
8x 16x8
CMU Typ.
Light Textured
Stucco Finish
#5 Vert. Rebar with
10`" Hook and 30 -
Lap. Tie to Vert.
Rebar In Cells
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Typical Wall Section
Grade
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drawn
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checked
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date
8/5/2020
scale
as noted
job number
20011
sheet
A-1
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checked
s.l.
date
8/5/2020
scale
as noted
job number
20011
sheet
A-1